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<br />SECTION 2 <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />---------------- <br /> <br />en <br />w <br />Q: <br />~ <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br /> <br />ANCHOR (SEE DETAil FOR PAN <br />OR COMPOSITE PANEL) <br />FOR NUMBER OF BOLTS AND SIZE <br />OF POST (SEE TABLE 2.3) <br /> <br />BEAM AND POST SIZES (SEE TABLE <br />2.1.1, TABLE 2.1.2 AND I OR TABLE <br />2.2.1, TABLE 2.2.2) <br />COLUMN NOTCHED TO SUIT <br /> <br />SIDE NOTCH POST TO BEAM CONNECTION <br />SCALE: 1/4" = 1" <br /> <br />--- ---------------- <br /> <br />en <br />w <br />ir ROOF PANEL SEE SECTION 7 <br />~ <br /> <br /> <br />SIDE <br />BEAM <br /> <br />@ <br />@ <br />@ <br />@ <br /> <br /> <br />ANCHOR PER DETAil FOR PAN OR <br />COMPOSITE PANEL <br /> <br />FOR NUMBER OF BOLTS AND SIZE <br />OF POST (SEE TABLE 2.3) <br /> <br />1 3/4" x 1 3/4" x 0,063" RECEIVING <br />CHANNEL THRU BOLTED TO POST <br />WI THRU BOLTS FOR SIDE BEAM <br />(SEE TABLE 2.3 FOR NUMBER OF <br />BOl TS) <br />CENTER NOTCH POST TO BEAM CONNECTION <br />SCALE: 1/4" = 1" <br /> <br /> <br />BEAM AND POST SIZES (SEE TABLE <br />2,1.1, TABLE 2.1.2 AND I OR TABLE <br />2.2,1, TABLE 2.2.2) <br /> <br />COLUMN NOTCHED TO SUIT <br /> <br />SEAL <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL TANT <br />POBOX 4368, SOUTH DAYTONA. FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767.6556 <br /> <br />PAGE <br /> <br />@ COPYRIGHT 1999 <br /> <br />64 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E <br />